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Building new relationships with Maori Trust

HERA Senior Research Engineer and AGGAT Programme Manager Dr. Boaz Habib recently met with representatives of Pukeroa Oruawhata Trust in Rotorua to discuss plans for a new geothermal project. This relationship will see us designing a heat distribution system using heat sources from geothermal bores to help the Trust in creating a modern complex of…

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Australian Steel Research Hub taps our expertise on the shoulder

Long gone are the barriers separating New Zealand and Australia from doing business together – and nothing showcases this more than our recent attendance at the Australian Steel Research Hub workshop where we were invited to share our expertise with industry leaders across Australasia. Aug52016 Not only was this a fantastic networking opportunity to identify…

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Fire behaviour of slender, highly utilised, eccentrically loaded concrete-filled tubular columns

Our General Manager Structural Systems Dr Stephen Hicks and Finite Element Analyst Nandor Mago have published a peer-reviewed paper in the Journal of Constructional Steel Research. The paper investigates the fire performance of highly utilized and eccentrically loaded concrete filled composite columns with a slenderness greater than currently permitted for the simple calculation model in…

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Call for comment – Tosca structure optimisation

Currently HERA is considering to extend its Abaqus finite element analsysis license to include topology optimisation. We’flike to hear from interested companies if they would like to explore optimisation at this level and expand their design field in co-operation with HERA’s Structural Systems. The description and illustration of the technology is given below.   Tosca…

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Prestigious Singaporean 40 storey building – HERA

HERA successfully provided SGD$180k savings to their client’s Singaporean 40-storey building Numerical simulations (i.e. advanced finite element analyses) have been performed for an overseas Client by HERA’s Structural Systems division in order to estimate the fire performance of a composite slab with a re-entrant profiled steel sheet used in a prestigious 40-storey building in Singapore.…

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Notice – Fire resistance of unprotected concrete filled hollow steel columns

The fire design of steel-concrete composite columns using concrete filled tubes to EN 1994-1-2:2005+A1:2014 (Eurocode 4) is seemingly a simple task, assuming that the temperature distribution of the cross-section is conservatively known. Reading the rules in the section that deals with the structural behaviour and evaluation of the resistance to axial compression, one gets the…